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0058555-Building (sunroom)
CITY OF OSHKOSH No oo5e555 OSHKOSH BUILDING PERMIT -APPLICATION AND RECORD Old THE WATER Job Address 678 KIRKWOOD DR Owner LEE P & LISA M VANDENHEUVEL Create Date 6/18/97 Designer thermol industries-IL Contractor FOX RIVER REMODELING* Category 111 -Single Family Addition Plan Type Building Sign Canopy Fence Raze Zoning Class of Const: Size 14X14 UnfinishedlBasement Sq. Ft. Rooms Height Ft. Projection Finished/Living Sq. Ft. Bedrooms Stories Canopies Garage Sq. Ft. Baths Signs Foundation Poured Concrete ~ Floating Slab ®Pier ~ Other Concrete Block ~ Post ~ Treated Wood 8" PIERS Flood Plain # Dwelling Units 0 Height Permit # Structures 0 Occupancy Permit Required Park Dedication UseMature FR/Construct a 14x14 of Work sunroom off the rear of the house over hand framed deck HVAC Contractor Electric Contractor Fees: Valuation Issued By: $12,000.00 Permit Fee Paid $60.00 Permit Voided Park Dedication $0.00 Date 6/18/97 FinaUO.P. In the pertormance of this work I a rtorm all work pursuant to rules governing the described construction. Signature Cwt'`- Date G 1 ~' "~-( Agent/Owner Address 172 N KOELLER DR Oshkosh WI 54901 -0000 Telephone Number 1-800-968-1886 Plumbing Contractor ZONING/LAND USE COMPLIANCE CHECKLIST OSHKOSH ON°THE WATER Name LEE P & LISA M VANDENHEUVEL Address 678 KIRKWOOD DR Create Date O6/18/97 Construction Data New Construction Addltion Alteration Type of Construction (i.e. fence, pool, parking lot, sign, etc. 14x14 premanufactured sunroom over deck Compliance Checklist Deficient Comrnents Use off rear of the house Lot Width Lot Area Lot Area Per Family Flood Plain Front Yard Front Yard Side Street Rear Yard Side Yard Building Area Parking Standards Off-Street Loading Standards vision Clearance Transitional Yard Standards Landscape Standards Height Condtions of Approval Compliance wlth P.C. or BZA Conditions of Approval Signage Standards Drainage Plan Review Authority As per Section 30-5 Enforcement of the City Zoning Ordinance, the Director of Community Development, or designee, must approve all plans, except the following: (1) Alterations or interior work when the use is conforming and when no change in use is proposed. (2) Maintenance hems, e.g. siding, windows, etc., when the use is conforming and when no change is proposed. Approved 0 Denied Plan Commission Action Re uired Variance s R uired Reviewed By Darryn Burich Date 06/18/97 ~ i i .. ~ ~ ~~ ~ ..~ ~~ ~ ~~ W ~ ~ ~ ~ ~ ~~~ ~_~ o ~= a ~ < ~ ~ ~ ~ r ~ ~ W " ~ ~ _ ~~ ~_ I I I J I I IJ I J I J I J I J i J l J l J l J ~ I t ~ ~ ~ ~ ~ ~ = ~ ~ ~ o ~ < W ~¢ ~ ~ ~~ I I I I I .I I I I I I 1 ~ ~ ~ < < ~ ~ ~ ~ ~ ~ ~ W $ I I I I I I 1 I I I I I ~ W W a _ _ _ _ _ _ _ W _ p J ` ~ ~ ~ ~ i I I ~ 0 u ~ 6 g f ~ aZ W ~ ~~ .° I i l{ i I I I I m ~ ~. a ~~ N V1 W J 6 ~ ~ f;J Q O H B ~y HG S ~y ~ o : ~g ~ ~ $ _ N W i W ~ .:. ,: ~ ~ ~ ' s ° ~ ~ ~ ~ "`r ` I I I i I i I I l l I i l I I! 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R~ R `^ ~ ~ o z I I I I o 0 o s r v > > N 0 u O S ~ O O O O N N N ~ Q ~ < ~ m m o 18 ~ ~ ' ~ n ~~ ` 6-s4z4 ~ ^ X0-,5¢27-/L I~ M w 6-5717 ~ n ~ v / 6 -,5'417 v ~_ IOp,B¢ _ 1..,• ~~a 3s '~ If h ~ N ~ .~ 40 33 r o• ~ ~ (,-523 = V ^ ~ ~-s~z~ o `~ 0 ' ~ ~ 6-5716 0 ~ 6-5147 °° "' '- ~e'" ,N /! ~ ~ '~ ~ - 5422 : ~ ~o' 5.428 ~ a o ~ 6 -5108 ~ = 0 , `^ 18-I E ~ _ N , ~ 6- 5429 M ~ ~ ~ 6 ti ~ ~ ~ - 54Zr ~ ~~ i9o '~ 6 . . 6 -5430 ~ - = ~ 6 -5420 -5705 0 : 6 -~4~~ _ ~ Q ~ i~ ~ ' ';~ E ' O 0 ~ -.J431 ~ ~ 148.63 ~ ~ a 6-541/ 1~ I ~ r ., r 6-5432 "' ~ 6-5704 a _ Y ~ ti ~ -~~/g ti ~ ~ 5 ~ ~ ~ - o ,. ~- - ~ ~ ~ -5~ia ti '~ ' ~ ~ -5433 ~°~ a~.oi' M ~ 6-541'7 ;.,-1. .n ti a a ~~ i 2 0 6 ~ ! - ~ ~ - X4-13 ~ ~ 0 ° ~ G- S4/6 0 ~ ~ ~ . ~ ~ -5'434 a I~ • ~ ry ~ ~~ . _ m r~il4- h- ~ ~ ~ 6-54/S ~ ' ~ 6 6~ f . 60 ' 2860 2608 I ~ gyp' eo. -J --- -- ------- L q'o, io' '~ 21 - - - - - - `° 29 28 TNERMO Thermal Industries, ANC. ""I'he s1-iclrl of pr•ulccliun fur ~•vur• hun-c. " ' 1-' 301 13rushlon Avenuc PiltsUurgh, PA 15221-2168 August 13, 1993 (412) 244-64()0 FAX (412) 244-6496 To Whotn It 24ay Concern: RE: Patio/Roof span/Load Test with s)cyliyhl The following components were utilized duritrg the load teats: PANEL MAKE UP .019 AL / 7/16" OSB/ 1.51 EPS/ .024 AL PANEL SIZE 3" x 48" x LENGTIt, 2.5 LBS./ ~Q. F'P. ADHESIVE tlORAD 336, 366 OI2 612 CORE EXPANDED POLYS].'YI2ENE 1.5# UENSI'J'Y ALUMINUM4 SKIN .019 & .024" THICK, ALLOY 3003 H 14 OSB ORIEN'1'EU S~CRAIJD BOARD 7/16" TIIICIC ALUMINUM EXTRUSION: 6061 - T 6 ALLOY THERMALLY BROICEN•H MULLION .050" WALL HAVING 3" WEB & 3"•I'LANGE WEIGHIIJG U.994~/FT. SKYLIGIiT 2' x 4' CENTERED WI;I`HIN TlIL•' PANEL 22 1~2" x 46 1/2" HOLE The H mullions are placed on the side of the Lest panels and are attached to the panel every 12" with 3/4" steel screws can the top only. This analysis is based upon the experiu-ental load tesL•ing results as performed by our forces employed during our testa. The test- procedure:r conform to the method described by the American socieL-y for Testiuy and Alaterials, Section E-'12, "conducting Strength Teats of Panels for Building construction". Please refer to that report for details of the test equipment and method used in our testing. The following are our reconunendations as the result on the load testing and engineering analysis: LOAD FACTOR w= Maximum allowable superimposed live load in pounds per square foot with a Factor of Safety = 2.5. .\ S an 10' 13' Prepared by: ~ '" .ca~~~~. ~~~~ Brian Ttrebeault Project Engineer ^• Edward Brown Professional Etryitreer w 58.2, psf 35.1 psf o~~,~ZU ~ ' ~~So/y ~ OG2-04~2a3 ~y hlcGl51 EHGD PIiOFE55101JnL * ENGINEEIi ~T9TF OF I~~~C~o~ z• ., ~`~. MANUFACTURLK Ole VINYL FRAMI3ll ~U1Lll1NG PRODUCTS ~=Tl~i 91'~ I ~ ~ L~ 8 ~. .~ ~~ `~' ~ ,. ; ~~ ~~ 1. ~~ ~~ ~~~ 3 ~. ;.. d' ~ ~ ~ ~ ~ ;,1 i 1~ ~~ I~ I i 1 I ~~ ~ i I yr, / ~• >>~~ ~ ± ~ `.-. ~- ~ ~'~ 1, ' Y ! Mme' ~ ~~~ ~~J ~ ;~~ ~~ ~3 ~~~,~~~~ ~~ `'n U ~~ Vl Y' i 1 3.+y r-~ ~ ~y ~ ~1 ~ •;, ~ 2 ~~.. - ~ ~ ~ ~' ~, ?:~~ _ ~- I LL ~~ s ~~ ~ ~~~ ~~~~:~~~- ~ ~,,~~~fil~ ~ I _ I I ' Lam`' .~n~-.{ .' ~ ~1~!'.. ..L`'. ..1~. ~ ~ _ W_ •i u~ ~. ~~ y ~~ ^ ~ ~~ .~~ _ ~~ d -~~ I, ti~ '11~ ~.. ~~--- v ~ J J ~: 3 S i, 1 1.-- i i1 ~,;. W 1 -~3 ,, ~~_ I ~ :.i t I}I ~,~~ - i i~~ ., ,~-- I „~.,~, ~~• - i _I w~ i _ / ~ `~'^ _ ' ~ X. .. .' ~.~. ~~ ~d ~• ~~ ~(~ ~~ ~~~~' ~~ ~o~~ ~' ~ u ~.' ~ 17..E .,,. , ,, J J _ll- J~ ~1~~ CY-- o ..--- -- 1 1 ~_ ~~ ~_ Z 0 S~ TM Test Results 'These pages contain information pertaining IU "IZ" aI)(1 "U" values, therIl)Sl perfOrlllallce tests Fwd "roof load" charts for the Dreanlspace Enclosure. >!~~ ~on>.~ra, atc. 17~ N. HOELLE3 ~iH. Wi b4J01 MI~iMi 'I'hcrnlal Iudustrics, IIIC. 1 ~ wNrl ~[tAMfu' AO ({{f:OM OA tO'~I Xd~I:~~ ~~ ' t a~w ~k _., ._~~~ ~~~~r iii ~ ~'~~' v~~ L TEST/NG /N~, TVYp R(IERC}IAMGE PLACE • YORK, PA 17102 • FAX T17•T61./129 • ,PHONE TIT•1/6.1700 SUMMARY OF TkIEI M11AL PERPOIZII~IAIV~E TEST REPORT ATI 7246 ~, TI-iERM.AL INDUSTRIES f~ Test Date: 12/23/89 SERIES/MODEIL : L.eGa.nce (DG Low "E"/Argon) ' ~ : Poly Vinyl (PVC) Chloride Sliding Glass Door (OX) with Exterior Screen 9VERALL SIZE: 5' 10-1/2" wide by 6' 7-3/4" high I I I : All vinyl was white, aluw.ili~uli on frame was anodized, all screen rails were pautted white. ~I~AZING: Both panels utilized 0.8G0" thick ilisulating glass fabricated from two 0.125" thick tempered sheets and a dcsiccalit-filled -lietal spacer system that was channel lazed using a flexible vinyl gasket. 'I7~e exterior sheet was clear and the interior sheet contained a Low "E" coating ou the exterior surface (3rd surface of the LG. wut). The air space was filled with Argon gas, per Thermal Industries. PEST PRQ~CD I ~ : The coudeusatioli resistance factor (CRF) was determined in accordance with AA.MA Specification 1503.1-1988; the thermal transm.itt.ance coefficient (U) was deterniiucd in eneral accordance with ASTM 0236-87 and AA.MA 1503.1-1988 under the following conditions: 1. Average warm side ambient temperature 68 0 F 2. Average cold side ambient temperature . 18 1 F 3. 4, ' 15 mph dynamic wind applied to test specimen exterior. 0.0 inches HZO static pressure drop across specimen. . TEST RE 1. 2. SiJi,TS~ Air infiltration @ 0.112" I-I10 15 niph Air infiltration @ 0300" I-i 0 ~25 mpli~ 0.03 0 (}4 cfm/ft 3. 4. i Average frame temperature F1~ Average glass temperature (~1~ . 52.9 cfm/ft F 5. Operating Force 47.5 10 F lbf THERMAI PERFORI1~ANrF ItA-TrNGS: 1. Condensation resistance factor -France (CRF) 70 Condensation resistance factor -Glass ( RF) 59 2. Thermal transmittance due to conduction (L1'~ 0.42 N values expressed in B"CU/I-iR•FT2•F) ` The test results indicate compliance with CRF Class C55 and a U-Class U50 per AAMA 1504.88 standard (oii the size as reported). Reference should be iuadc to Report ATi-7246 for complete test description and data. ARCHITECTURAi,',1•ES'1'ING, INC. DanE..l J. Wise Project Manager ""'` APR ~2 '96 15~ 37 THERMHL INDUSTRIES .~: f~I..SIP ~ p• z t~R 2E ' 96 04 ~ 37PM THERMAL. IIVD PG~t ~ ~ ~' ~~~' ~ ~' • 2 _~ ' . ,.a . , t~;~ ~,. ~: ~. ~. A q 3. n ~~~M.~!"1l~4t1itilf't~f1N,Ysa r.. •,. nkvArr.r: .: dN~ eh •rt~a•~le~.. ~ftn.a~e"tea r. w,«..._.»,. .... ..,~< .. ,.~ .... ... ... .~,..... .... _.,. . a~AM- ~A ~~-i ~,1;n'j ..•. ~ ;•~ ,. '.;~. ,~ , s~J,, b ~,. ' i~lillMli iiii ii un np~kli!!'f i~u~m~ ~a~ ~ i ~R 22 '96 15'•3 THEM + 22 '96 04= ~.""'r~'r~'~'MI . PR HT 14PPR ~• Please Indteate ycut i apprv~ta! of phis d~TM+~n by stgc~'tn~ bataw and returning to: ~xc~s. ~xT~~l~forvs~. ~~,c. q~ rs'•~~ .~ ~.~~~ r z.~ao ~ ~ ~-- f~ ~r~M, NO l~C~ i1JRF~-C~ ALL~CORkEltS -a~ ~ A113iU! I:VL!!! tAFCii7fb 0 j•-r .O t ~ DP. X !0' t.a. • ur+sP~c~~,ea WALT, sx-~K~e~s _., ~u-orrri~rtl~ ,~~...~~?'~ - . T __- ea 'YH~RM~A~ iN'DI,I~TRtL~S lNC. F c;rr PI'I'f~SUROH A. ~ OiKA~P71 CUhRE RiDQ 8~41~i F!Q~'f ~--7 ~~~ sr OA W670ME1~ fuu ~,r~. - ~ 4 c ~ a Q }'~° ,~ y t` ~ :ff~ i,X~lt ~t , -::rr'~•, rpn•r a ~:,iarnserwiiau n'rarrwrr.wr,r ~w~r~ t i~:il~ti7+yiiiwi~lw-«+~~w"» `w~W ~ww~l'~b'~"' ' ' ' ~ 1 11L1'1~11~11 111(.lll5ll'1C5, irvc. MF R jll~*„~IE~ "7~he shield nl prnrecrinrr jor w,u, home." 1' ' ~a s I)A'I'E: 1-19-91 r~rtz't' . 1>tiac;[tAFt : sl' T CUME'AttY: 'T'hermal Ind. ,Inc. 3U1 Brushton Aven~ Pittsburgh, PA 1522 (412)244-G4C SAX (412) 244-G49 ~Ic c~v[~v~..a vu.7l,[~ar • iv[i t-fode 1 "SDG-51" floc i zontal 1 l f t- out slldlny vinyl wlndow. E'rame dimensions: width= 98-1/9" heiyht= 95-1/9" t-q•t'E:: The "tlanufacturers' 'l'est t2eport" is valid only when the Administr_ator's siynatur.e is aFrpl.i.ed to the document. This signature represenl:s product- conEormlt:y to the applicable specification and that al.l certification criteria has been sat-Tsfled. `1~L•' S ~I' R E S U L, 'Z.' S (AS'I'ht U9099-09 Standards) FnancrznF'r[ NO. 'I'I7'GE O[° 'l'CS'1' rrLASVacv ALLOWED 8.9 Operating E'orce 190 35t 8.1 Air inflltratlorr .051 0.375 CFM/FT 1.57 psf ("l5 mph) n • ~ Water E'erietration 6.50 psf No Entry 5 . 0 vPtl/SQ . E"I' . (Grade 65 ) e•3 Structural Pet-ormance 42.5 psf -Exterior (Grade 55) hiEETS AS STATED -Interior (Grade 55) MEE'T'S AS STATED '1'T•-I E;LZI~IAL PROP~;FZT I ES t Fused on Lawrence F)erkeley Lakes . Window 3 . 1 ) U-Values Cerrt:er ot- ylass Tvt:al wlndow Winter Summer .993 .532 .951 , 977 Administ:rator's Siynature: ~~ i Uavld Yankes IYIANUI~nC'I'UIZL'lZ OI~ VINYL I~IZ~,IVILD 13UILllING 1'ItOllUC'I'S ~, ~, _, ~~ ~_ ~ , _. 1 1 i- -- ------.. _ _. ~ u_i ii ~.~ <~ is L~ i= .-1. .~ i_~_i I i u i~ ~ ~" C, v> I~ f ~~~-_____ _ _ I_ / __ ~ -____ .._.____ __-_-__-___-. __. ~7 ~ % ~/ / ,\~ ~/ fit. ~~ ~~ ~ ~ ~' ______ ____ ~ __ _________.. ____t=.1 ~~ ~ :, ` \ \ ~ 1. _ \\ \ ~ ~\ . \ , \ _-- I __ ___- __. -_- -~-__ f"" _ r .~ ~,,- t CL' ~~ ~.~ ~~ .~~ ~, .~ ~~ :_~ ~n 1 1 _i i. a..i U7 ti X U1 va ~ ~ A: ~ IJ V Z K r~r (C N r_ UI ;_- 7 ii ~_:_ ~ _u C/) I_T w 7, Z J O r..l Q ~ `~ J w (~ 1 ~ ~ ~ `y ~ / ` ( } /\ ~ V •Q N T~ .. ~ Li <, .lJ XU ' ~LH- m O; r W W V • ~ 0 ~ C W • I ~~ a ~+ r ~ 1 -~ c~ V ~ _ _~ r- k ~ r_ r-, r~-r 'L' i- r~i [~ C O rr_ m ='c o' O ~~ cr cv i.~ cd U c r.r n. v yr c t•' v t .E rr. -c yr W 7E n_ yr ~ ~ cr ^[ a ~,~ w rr ,.. ci: yr c-i., ~~ c~ in ~. 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